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2102 S Flower St - DEF3 - Trellis - Plan
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2102 S Flower St - DEF3 - Trellis - Plan
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Last modified
5/28/2026 5:00:10 AM
Creation date
5/28/2026 5:00:04 AM
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Template:
Plan
Permit Number
101126035
Full Address
2102 S Flower St
Street Number
2102
Street Direction
S
Street Name
Flower
Street Suffix
St
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Connected members must be checked for rupture in accordance with Section J6 of AISI S100. <br />When tested for corrosion resistance in accordance with ASTM B117, the screws meet the minimum <br />requirement listed in ASTM F1941, as required by ASTM C1513, with no white corrosion after three hours and <br />no red rust after twelve hours. <br />4.2 Installation: <br />Installation of Dril-Flex® Self-Drilling Structural Screws must be in accordance with the manufacturer’s <br />published installation instructions and this report. The manufacturer’s published installation instructions must <br />be available at the jobsite at all times during installation. <br />Selection of screw length and point style must be based on the thickness of the fastened steel members plus <br />the minimum required protrusion past the back side of the supporting steel. Point selection must be based on <br />the drilling capacity of the screw. See Table 1 for minimum required protrusion lengths and drilling capacities. <br />The screws must be installed without predrilling holes in the receiving member of the connection. The drilling <br />function of the fastener must be completed prior to the lead threads of the fastener engaging the metal. When <br />the total connection thickness exceeds the maximum drilling capacity shown in Table 1, clearance holes must <br />be provided in the attached material to reduce the thickness to be drilled by the screw. Clearance holes must <br />be 13/64, 15/64, 17/64 and 21/64 inch (5.2, 5.9, 6.7 and 8.3 mm) in diameter for #10, #12, 1/4-inch-diameter <br />and 5/16-inch-diameter (4.7, 5.5, 6.4 and 7.9 mm) screws, respectively. The screws must be installed <br />perpendicular to the work surface using a screw driving tool incorporating a depth-sensitive or torque-limiting <br />nose piece. The installation speed for 5/16-inch diameter screws should not exceed 1,200 rpm. The installation <br />speed for all 1/4-inch diameter screws and #12 screws with a #5 point type should not exceed 1,800 rpm. The <br />installation speed for all other screws should not exceed 2,500 rpm. The screws must penetrate through the <br />supporting steel so that the minimum required protrusion length requirements listed in Table 1 are met. This <br />ensures that the higher hardness portion of the screws or a minimum of three threads will protrude past the <br />back side of the supporting steel. <br />5.0 CONDITIONS OF USE: <br />The Dril-Flex® Self-Drilling Structural Screws described in this report comply with, or are suitable alternatives to <br />what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: <br />5.1 The screws must be installed in accordance with the manufacturer’s published installation instructions and <br />this report. If there is a conflict between the manufacturer’s published installation instructions and this report, <br />the more severe requirements govern. <br />5.2 The allowable connection capacities specified in Section 4.1 are not to be increased when the screws are <br />used to resist short-duration loads, such as wind or seismic forces. <br />5.3 Evaluation of screws subjected to cyclic or fatigue loading is outside the scope of this report. Applicable <br />Seismic Design Categories must be determined in accordance with the code for the entire assembly <br />constructed with the screws. <br />5.4 Drawings and calculations verifying compliance with this report and the applicable code must be submitted <br />to the code official for approval. The drawings and calculations are to be prepared by a registered design <br />professional when required by the statutes of the jurisdiction in which the project is to be constructed. <br />5.5 The screws are manufactured under a quality-control program with inspections by ICC-ES. <br />6.0 EVIDENCE SUBMITTED <br />Data in accordance with the ICC-ES Acceptance Criteria for Tapping Screw Fasteners Used in Steel-to-steel <br />Connections (AC118), dated January 2018 (editorially revised February 2024). <br />7.0 IDENTIFICATION <br />7.1 The ICC-ES mark of conformity, electronic labeling, or the evaluation report number (ICC-ES ESR-3332) <br />along with the name, registered trademark, or registered logo of the report holder and/or listee must be <br />included in the product label. <br />7.2 In addition, the self-drilling tapping screws are marked with a “ ” on the top surface of the screw heads, as <br />shown in Figures 1 through 13. Packages of self-drilling tapping screws are labeled with the product brand <br />name, product number or item number, size and length, and point type. <br /> <br />9
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